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TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/10'HOOK <br />-GROUTED BOND BEAM <br />PER <br />CLEAN OUT REQUIRED <br />FOR INSPECTION <br />TIES ERTICALREBAR <br />TO HORIZONTAL. <br />- <br />° <br />REBAR W/ 10' HOOK <br />-.2A— <br />BAR SIZE <br />46 BAR DIA <br />#3 <br />1 1 B" <br />f <br />H <br />#4 <br />24" <br />#5 <br />#6 <br />jj <br />HORIZONTAUVERTICAL <br />#7 <br />REINFORCING <br />SCALE: 3/4"=1'-0" <br />EXT. PORCH SLAB <br />W/ 112" ISOLATION <br />JOINT(WHERE <br />APPLICABLE) <br />6" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />a <br />SPACING REQUIREMENTS <br />mw <br />V <br />D m <br />°s <br />e" CMU WALL <br />sr <br />SEE SLAB SCHEDULE <br />4" CHAMFER (I-STORY) <br />6" CHAMFER (2STORY) <br />MATCH STEEL <br />f <br />REINFORCEMENT <br />h <br />PER SCHEDULE <br />SEE D, MR I <br />FOR SIZE MR BAR <br />AND BAR OUMfIRV <br />TOP OF SLAB T <br />BAR SIZE 148 BAR DIA <br />! <br />#3 <br />18" <br />#4 <br />24'• <br />#5 <br />30" <br />PVC CHASE <br />4 THRU FOOTING <br />SCALE:3/4• V-6" <br />IG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />,i- <br />■ 9 <br />T Q <br />CMU UNIT DIMENSIONS <br />� ARE NOMINAL SIZES <br />• 3 MASONRY SYMBOLS <br />SCALE: 3/4'=1'4r <br />11441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774E078 <br />FAX: 407-774-4078 <br />w .abdmtgngroupxom <br />AA #: 0003325 <br />i� <br />� <br />` <br />KK <br />x <br />F <br />S <br />C <br />8unaiv. do La <br />ABBOTT PARK <br />LOT #19 <br />BLK #8 <br />PHASE #2A <br />PROJECT/ <br />04181.000- 9082 <br />MoaEL: <br />4EBB <br />"1828-CAU" <br />GARAGE SWDM. <br />RIGHT <br />I <br />AGE: <br />DETAILS <br />60 MPH EXP. C <br />m 9�I23 <br />DRINT <br />A I ., 12/07/21 <br />8CAL.E:1/4"=1'-0" <br />sits= <br />S1.2A <br />